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HomeMy WebLinkAboutLot 30-33 Precise Grading LEGAL DESCRIPTION: R�N�O CA�F�NI,� RAD LOTS 30, 31, 32 do 33, TRACT NO. 23146-10, MP 314/1-12 GRADING NOTES: I' '°. . p ;.� � p, , ; o�►o R E 1 ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. �oZ AUS PROJECT S ITE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X. DRAINAGE SWALES SHALL � VIA RAMI � 2 BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF -1 CRE MCCAB� /1,. ^'-1 GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN SAN�A� 6 '•M' PLACE PER FOOT FOR A MINIMUM OF 3 FEET. ■ 71 w ROAD chi' rn G 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. s �' 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100--YEAR STORM FLOWS, Q Ffiy � OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADES SLOPES OVER 3' IN VERTICAL HEIGHT ;_ . Pio Pico o OR THAT ARE ADJACENT TO GRADED AREft TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP p o, PRECISE CiRADING PLAN (; RoVVNE HILL NOTTINGHAK4 SLOPES. ■ RoND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERT5--ML ENGINEER, SOUL -MODEL SITE TRACT NO ■ HWY. 79 ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY , PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. TO SAN DIEGO 23143 10 VICINITY MAP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS LOTS ■r NOT TO SCALE DEPARTMENT A WRITTEN CERTIFICATION'OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. P.L� (r CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 1 X MIN. n- INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241---01) DATED 10--08--02. TWO SETS ;k OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT e ' WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING '�' •. ` ``� -� ? HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. --� �� �' �. Z• C 5' MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE �- -� �' �� MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED 5 E B PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ~- '� CRO ... MIN. 2X 1111 V 11NE �.. 4 -- .� HILL _ � A PUBLIC WORKS DEPARTMENT PHONE: (909)694--6411 '~-� "`�- a DR11/6 -- � e z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT TO BE LIMITED TO, INSTALLING, WHERE APPLICABLE, "" GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES ' PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE ,j , z PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. '•" ' a! k, o: " ry a O 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED I ' � � �,' CY OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURSp ' #(!i UPON WHICH FILL IS TO BE PLACED THE TERRAIN MUST BE CLEARED KEYED AND BENCHED INTO ; FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL'ENGINEER, OR itit � q ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. ;r' ;' r { W 1 V 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. 1 f . ; I I �c� TYPICAL LOT PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES I j 1 ;i 0. •} I I WATER IN GRADING - " I �,`� DRAINAGE DETAIL FROM SILT DEPOSITION AND PONDING WA E DURING G D G � ', , r? (.,. N.T.S. UNLESS OTHERWISE NOTED ON PLAN 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. I if W j OC SEE PLAN FOR DRIVEWAY GRADE 15. STABILITY CALCULATIONS WITH AFACTOR--OF - -SAFETY OF AT LEAST ONE AND FIVE--TENTHS(1.5 ) SHALL k' ` U BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER SOIL ENGINEER ' .� I ;;. ,� � 0 -j P.L. OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. v' t e Q i 5 ]- MIN. �. � =- i W 5' 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF * FOOTING EMBEDMENT z BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT �', -=a FL 2'* MIN' --� PT �» - 3 DE HS SHALL CONFORM TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND MIN. TO 97 UBC SEC. 180fi 1 SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. . g REQUIREMENTS, I.E. 06 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ASIDE BY THE REQUIREMENTS OUTLINED IN °° FL a° MIN FOR 1 STORY AND ' � ' 30 1 g' MIN. FOR 2 STORIES THE CITY OF TEMECULA GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04-04 THROUGHOUT MIN. z OR AS SPECIFIED BY THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR ""` '""` ""` ""` �" '"'"` """" "'� 1 '� CONSTRUCTION ACTIVITIES, IF APPLICABLE. : GEOTECHNICAL REPORT. �..: .. WYAN DOTTE *REET _ - M,...._� •- _:�--t�-� :�, �•� 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNI"ON DURING THE RAINY SEASON. NO * ''��' '"' OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. f, 2X MIN. '� MIN. 207 MAX. PAD ELEV. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF , 2% MIN. ANY CONSTRUCTION/GRADING. INDEX MAP **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATEN 20% MAX. -• IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO At Y WORK WITHIN A PUBLIC t "' SECTION •A-A• RIGHT--OF-WAY. LEGEND 40 20 40 eo 49' 1 -- N.T.S. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS AC - ASPHALT CONCRETE GRAPHIC SCALE: 1"=40 P.L. ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED BF BACKFLOW PREVENTER DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY DF - DEEPENED FOOTING MIN MIN• z SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. DW DRIVEWAY z FG - FINISHED GRADE 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY J , FL - FLOW LINE CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL FS -�- FINISHED SURFACE � 9 FL " ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS GB - GRADE BREAK 45 40' S0' Q °D 3 Tn 0° RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY GF - GARAGE FLOOR e e MIN. �'• FL SITE DISTURBANCES OR GRADING. HP -- HIGH POINT ' 3 _z INV - INVERT - -~'-' PAD ELEV. -- ;- MIN. 23. WDID NO: 933S317203 ": r z TC - TOP of CURB PLAN 4 FOOTING To BE 1 �, .-- �• " TD - TOP OF DIKES 3,668 SF EXTRA DEPTH OF MSX PAD ELEV. 24. SEE APPROVED WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES. PLANS (TYP) _ ..� TF TOP OF FOOTING i� _ _ I DIMENSIONED ON '' Mqk - * PAD ELEV. TG TOP OF GRATE v� 25. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 2% MIN. 2% MIN. TW - TOP OF WALL E" MIN. r 20� MAX. 206 MAX. EARTHWORKQUANTITIES: -----w - - - TRACT BOUNDARY-- RETAINING WALL (BY SEPARATE PERMIT) SECTION OB-61 CUT = 200 CUBIC YARDS (50 C.Y./LOT) ------ - FLOW LINE J FILL = 200 CUBIC YARDS (50 C.Y./LOT) T T a N.T.S. - SLOPE (2:1 MAX.) 2► F.L. CROWNS HILL MINIMUM YARD SETBACKS: 90 - LOT NUMBER 15'-20, N. PLAN 1 PLAN 2 . PLAN 3 � P L 1 o MIN. � FRONT: 20' TO FRONT ENTRY GARAGE PLAN 4C -- HOUSE PLAN TYPE 2,621 SF 29820 SF -3,322 SF 10' TO SIDE ENTRY GARAGE OR LIVING SPACE FF=1109.67 - FINISH FLOOR ELEVATION 2' SIDE: 5' TO INTERIOR LOT LINES PAD=1109.0 - PAD ELEVATION HOUSE PLAN LEGEND 2�� PAD ELEV. MIN, 10' TO RIGHT OF WAY ON CORNER LOT REAR: 10' TO REAR LOT LINE N.T.S. •� � BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 1• � Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION EROSION CONTROL BERM Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS Mlty of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN INTERNAL SIDES -1F__sLOPES-LESS-1HAN_ 5' �- Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES :� *' PAD ELEV. 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 40980 COUNTY CENTER DRIVE • _ • 1 --800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 SECTION D-Do • _ • 2X MIN. LD04-- 146GR 422--4133 FIBERGLASSWITNESSPOT SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 N.T.S. SECTION C G 2oX MAX. D TW WORKING DAYS KFORE You DIG ADJ. DATE 9/13/82 S ELEV. 1128.410 TEL. (909) 719-1464 N.T-s. LD03�'- 1 21 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies ' PLAN SCALE CITY 0 TEMECULA-r' 6/Is� G4 PLI 4 RERicAC PUN #7H Essr r AS SHOWN ADDED ED � �• DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor PAN 4 ON COT 3O• CLARFIED SAOEYARD ���pRREN BPROFILE SCALE RECOMMENDED B'Y. DATE: «� San Diego Division D/M£NS1aV LOT 31; REVISED GRADNI� MO Q' Ownbw R64 ?00 Carl ud, G1 920i0i11 (M� �--1210 NA 4L „ zp_* Inspector AA0TES Expo. 123 7DATE: PRECISE GRADING PLANS SEE ABOVE �� �� ACCEPTED BY. Date � \P s Prepared Supervision of oE"u° oiRPcr�vRS of Pueuc w�cs MODEL SITE TRACT N0. 23143-10 Completed �'� CIV 1�. CAL�F� Date ,. els r __ --- -- DRAWN BY: JJJ DESIGN BY: JJJ LOTS 30-33 R.C.E. No. ,23737 _ - - - Expires , 12-31--2005 R C,E No. 19744 Expire@ � 30 4S Sheet 1 of 3 CHECKED BY: MWS I II li I I I I ► I Ii 'y+ I I G CREST PLACE' w _ l 6" 1� -C W_ w -ME O� W F.H. �1�• �G 1°�• Co _ 71 0 I 6" F.H. 60 24A J7 4 9- co W W W - W .___._ fir' W ! 1 OD ctii _ w 'I W I 82.1 I cc 4+19.86 FG CL 1 4 0 D:0r VOrA L 1 I _ 20. 8 • r - • • s w r • -�• r i _♦» _ •• a'r '• r 6 III •r. i ! i - f' rf« 1 "• .- :• •.' E i r, ! "r. r .♦ • .• r•a - - i- I .., \\\ 'I'.. ' I r . • : _A•' - .- • '•,.. 1 . ; + e., -.r : - + -. •! - - ` -rte . - _ _ 1 • 11 . . PI a -- E , G - - --- •ww� 1 8 - .ox , ° .� INV OUT 6 , 1 � � fi z(PIPE _ 3 _ • - - • Q .• , •• .r �"" o k �1 m �l 1 n L 00 LA_GO 00 U_ i9.0 ! ! ra 1 _»... N l.i I , o I 157.11 I , L .- �_ 21.0 I! i �r f'by 7 2/o j' i 0 81 ---- 1 .o o.0 20.0 10 !; 1 :V' 31 I I Y Y. Min. i 16.0PLAN 1 R u��I+.�L ® 1 w !� 'wb. '1111r�1. � 30. � OT,� I, 20.0 :. 30 t F 77 1 d R .... 117 I 1I r � FF 1282.70 , S I N I' r I NY { I ,� r r 1. r 6Q Q 1 li t PAD= NPARK! "G N O i ' LOT I r1 � I i N pLJ4 l � I O 2 9 o I a I. o � , r'. s a 4 �. 4+19.86 80.0 ! � 3 I 9 w PI i' i T , 2 §1.40 r n' •0o a 1 , i r h h I 2 1. it > A >C 3 PIPE O 0.8X i I 14 I � W C � .0 D V- ,. I 1 T 4 V O• '( i r 82.3 y� 2 - Ii jf tl cr- 7 I AILIr I 1 1 'r Ra G 7. k I I 8 .3 3 ( O 2.370 1 182 8- 3:0 , % wM. 18P.3 T INV- ,Q . r 0,.2 .`' . . - .•. .• .r . •, . - •r -0,75% 0,759 FG 81.20 INV 80.82 INV �(PIPE • 1.3%) • .0 INV-GB • . 'r r,!.' -r r - -r r .• •° ,!" , µ I �Qf yob w n14 I I , o .. • Y - 8fi:8 -fit--�. 12 • 12 00 .1 r• 20,0 ® :3o IhN ^ 9 .•---�--- FG FG .. II z 00 u" O' Uj 2% 32 00 . .,w..r r......w .w. .+r ...•rrr ,...r•IIIr ...r.r.. r..r. .r.M ..•r•,^ ,..*-.... ......r. '""""". • i I Ioll J. 6 Min. Cv 0 o . •. -• r "O PLAN 2 I . I FF=1283.30 I 0 * w Q I . •. . x- ♦00 r _1 • � •.' 0 r I o . .•.. ,• N PAD-1282.8 1 L 1 s ' DW N °D �,' Jo -r EMOVEUPON : •.� I C';co 0 II 0 r �` I BUILD OUT / N Co 4 80.8 ' Q 1 I- U.U co a© PIPE c1 .0� 83.0 �..Bx _L37 M 3 - - .-- - - --- - - F PRECISE GRADING I EQP PARKING LOT D ETAI L 83.��. •$4' �-�-. -.- 1 - - ---.6 0 1:s ° --- .--% ,� . ,E i ox 1 1 SCALE: �" 1a' CONSTRUCTION NOTES: -•----- INV- UT FG z 3 J PIPE O _J� g 1,37x) I o o _j 0.5X 2.5%) � .> 4 0.41 0� 1D INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303 jn C14IC101 z INV--GB h --- C'4 N Cv o a m _ "" `V 2 INSTALL 1:' x 12" DRAIN BOX is GRATE (NDS MODEL NOS. 1200 AND 1212 OR APPROVED EQUAL) I act - = c7 .45 T no OD I I 2 » N av 80.80 INV- �3 INSTALL 4 PVC (SCHEDULE 40) 63.3' �- Z to r I 36.5' O4 INSTALL 4" CLEAN-OUT I 32.0' 3 as 6 F \ ''' 5 CONSTRUCT 3' AC PAVEMENT OD 8 • T PLAN 3 N 2 80.70 I Nv o � 2% � � 6� INSTALL CONCRETE CURB STOPS �Q M FF=1283.70 p � - � CL 1 s.o D `. . 1 p 5 4X 1I4 WIDE WHITE STRIPING PAD=1283.2 1 0 81 .i 8 0 ._ .-.-. --- -- --- -- ,�0 8 INSTALL REDWOOD HEADER w 'k FS � •tG � Q . I N l0. . U_ 1 �? � N o•, 5.27 9 7' WOOD LATTICE SCREEN FENCE PER DETAILS ON LANDSCAPE PLANS 1 10 CONSTRUCT 19' RESIDENTIAL DRIVE APPROACH PER CITY STD. 207 3 HP-FL GB-- I 1 1�'$ ��� ` 11 CONSTRUCT 6" AC DIKE PER CITY STD. 214 _ (PIPE O 0.5%) TG ~~ _ N ` ---" - ''"` .Oq� 80.83 •INV-G 2 GRAPHIC SCALE 1@ INSTALL 4" PVC PIPE, PRIVATE UNDER SIDEWALK DRAIN .o T 2.0 _ - Q LD04-- 146GR 2 81,20 INV ��' �- 4- 13 HANDICAP SIGNING do STRIPING PER A.D.A. REGULATIONS LD03- 121 GR 6., � INV ( IN FEET ) 14 CONSTRUCT 4" THICK CONCRETE SIDEWALK, SEE LANDSCAPE PLANS -� 20 0 10 20 40 60 �c ULTIMATE DRIVEWAY CONFIGURATION. SEE LANDSCAPE PLANS FOR INTERIM rORE Underground Service Alert NOTE: FLAT WORK TREATMENT. of sQutn.m California .- •� 20? LOT 30 MUST BE RE--GRADED, COMPACTED AND RE-CERTIFIED PRIOR TO ISSUANCE OF GaU: TOLL FREE - A BUILDING PERMIT. SEE FINAL BUILDOUT 1 -800 22-4133 DESIGN ON SHT 3 OF 3. 4 ..,w -• TWO WORKING DAYS BEFORE YOU DIG • PLAN SCALE II CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'DI - BENCH MARK SEAL The Keith C o m pal n i e e CITY OF T 1"=20' Drawing No. r cur wrrH � !3a DEPARTMENT OF PUBLIC WORKS 9 �/ PLAN 4 REPLACED PUN 2 �RREN �• ISCALERECOMMENDED BY: DATE• GO^� PLAN 4 ow Lor x- CURrf1ED swcyARO "•'" �' �� San Diego Division .PROFILE wNslow Lor x• REVISED C,RA&W NA I � oc No. 23737 �� 8650 d Camino Rra�, Suites 1010 Cariiibad, GI 9200!1 (7B0) 438--�2i0 ACCEPTED BY: •� �'� ' inspector � SEE SHEET 1 12�31�as`� DATE: PRECISE GRADING PLAN Date � � no Prepared Under Supervision Of p�PUN DIRECTOR OF PueI.IC WORKS Of MODEL SITE TRACT NO. 23143--10 CO" 'dgn- Civic �P Date �� •_ DRAWN BY: JJJ R.C.E. No. E ires 12-31-2Q DESIGN BY: JJJ LOTS 30--33 - -•"•- � CHECKED BY: MWS R.C.E No. 19744 Expires .9/30/05 Sheat 2 of 3 i II, i I; I I -._. kL I . S14­ c � oYCRESTo . _ o P ,�9 AA A S _- 100 LACE W --- F.H. $ �� Uj \ I fi F.H. 60.24• ' 6 — 15.00' FG •- 4% i 50.4' CyLU 29: cc �: 1 U ca ca i. 45. I �a � I 30 25-011 1 W co ' PLAN 4(ASTORIA PLAN 2) FF=1282.10 3 HP—FL PADS*1 W 6.876I go PRECISE GRADING '-` 15.0' 11 r I + w4 -__ 4+21t62:1 w CL CONSTRUCTION NOTES: .Io 6.376 ' zwl� Q1 I ! NSTALL PRIVATE DRAIN THRU C URB, CITY OF TEMECULA STD. 303 ' 81.fi rOx-- - 7C --- 9 G •� , . --- --- -- PIE a 2 INSTALL 12" x 12" DRAIN BOX At GRATE (NDS MODEL NOS. 1200 G _ ) INV 'OUT t AND 1212 OR APPROVED EQUAL) / C 3 (PIPE • -' • c 1.0 ) I I 10 47L S 4 --4- a3 INSTALL 4" PVC (SCHEDULE 40) ' z �• I F 15 4+52.19 $ M * CL t s.o� a4 INSTALL 4" CLEAN--OUT ` 57.t• K' N 76 WATER METER TO BE RELOCATED TO PROVIDE 2' MIN. CLEARANCE FROM DRIVEWAY --a-2% 0 I O HP_ Min * ULTIMATE DRIVEWAY CONFIGURATION. SEE LANDSCAPE PLANS FOR � FL . I Z t e.o• PLAN 1 R 300INTERIM FLAT WORK TREATMENT. / 77 l _ FF=1282.70 �., t .o• o.o• 20.0• t 0. • Go PAD=1282.2 c M N 0 ' ` 40 TG `2-x 3 ► 2 (PIPE • 0.8x) 33 • 2 .70 �G l � F - - I BUILDOUT SCALE: 1" =20' I F0 w Underground Service Alert NOTE: Coll: TOLL FREE LOT 30 MUST BE RE—GRADED, COMPACTED 1 -800 AND RE—CERTIFIED PRIOR TO ISSUANCE OF 422--4133 A BUILDING PERMIT. Q LD04- 146GR TWO WORKING DAYS BEFORE YOU DIG LD0 3- 121 GR r, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Ess, =20' CITY OF TEMECULA 4/i44w GAT AD PUN 4 REPUCED PUN 2 W�rH Drawing No. Contractor �,RREMF RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS PUN 4 av Lor .3►0• c4m#7 D s�DErwo � � Fes , PROFILE SCALE DwEN&av LOT 3f• REVISED GR4C�VMG San Diego Division Inepwtor nwDr�sNo. 23737 M_ WX o Camino � Suite 100 Caf�bo4 04 920M (760) 4M--12w NA p "� � c► ACCEPTED BY: DATE. SEE S,HEET 1 Exp. 12/31/05 RONALD J. PARKS PRECISE GRADING PLANS Dots s Prepared Under SuperVl•�on Of DEPUTY DIRECTQFt OF PUBLIC WORKSc oq ciV1\_ Date ,� z G Y DRAWN BY: JJJ MODEL SITE TRACT NO. 23143-10 CAS DESIGN BY: JJJ R.C.E. No.. ?�'7,�'7 Expires — R.C.E No. 197 Expiras 9/30/05 LOTS 30 & 31 Sheet of CHECKED BY: MWS 3 3